TR201807586T4 - STRUCTURE BUILDING APPARATUS AND CONSTRUCTION METHOD USED IN THIS APPARATUS. - Google Patents

STRUCTURE BUILDING APPARATUS AND CONSTRUCTION METHOD USED IN THIS APPARATUS. Download PDF

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Publication number
TR201807586T4
TR201807586T4 TR2018/07586T TR201807586T TR201807586T4 TR 201807586 T4 TR201807586 T4 TR 201807586T4 TR 2018/07586 T TR2018/07586 T TR 2018/07586T TR 201807586 T TR201807586 T TR 201807586T TR 201807586 T4 TR201807586 T4 TR 201807586T4
Authority
TR
Turkey
Prior art keywords
cantilever arm
along
foundation
area
lifting device
Prior art date
Application number
TR2018/07586T
Other languages
Turkish (tr)
Inventor
Bermingham Patrick
Mellier Eric
Gabaldo Stefano
Le Treut Brice
Original Assignee
Soletanche Freyssinet
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Soletanche Freyssinet filed Critical Soletanche Freyssinet
Publication of TR201807586T4 publication Critical patent/TR201807586T4/en

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C17/00—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports
    • B66C17/06—Overhead travelling cranes comprising one or more substantially horizontal girders the ends of which are directly supported by wheels or rollers running on tracks carried by spaced supports specially adapted for particular purposes, e.g. in foundries, forges; combined with auxiliary apparatus serving particular purposes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/068—Landing stages for vessels
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/20—Equipment for shipping on coasts, in harbours or on other fixed marine structures, e.g. bollards
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E02D27/16—Foundations formed of separate piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • E02D35/005—Lowering or lifting of foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • E02D7/06—Power-driven drivers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00—Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02—Placing by driving
    • E02D7/06—Power-driven drivers
    • E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
    • E02D7/16—Scaffolds or supports for drivers

Abstract

Bir rıhtım inşaat aparatı, bir toprak alanda desteklenmek üzere yapılandırılan bir birinci kısma (12) ve bir yapı alanının üzerinden sarkmak için bir ikinci kısma (14) sahip olan bir dirsekli kol (11) içermektedir. Dirsekli kol (11), dirsekli kolun uzunluğuna dik olarak yer değiştirebilmektedir. Aparat ayrıca, toprak alandan temel elemanlar dâhil olmak üzere yapı malzemelerini yapı alanından dirsekli kolun ikinci kısmına getirmek için dirsekli kol boyunca hareket edebilen bir kaldırma cihazı (19) ve temel elemanları yapı alanına yerleştirmek için dirsekli kol boyunca hareketli olan bir temel inşaat aleti (15) içermektedir.A dock construction apparatus comprises a cantilevered arm 11 having a first portion 12 configured to be supported in a soil area and a second portion 14 for hanging over a building area. The cantilevered arm 11 can be displaced perpendicular to the length of the cantilevered arm. The apparatus further includes a lifting device 19 movable along the cantilevered arm to bring building materials from the building site to the second portion of the cantilevered arm, including basic elements from the soil area, and a basic construction tool 15 movable along the cantilevered arm to place the basic elements in the cantilevered building. comprising.

Claims (1)

claims, the invention may be practised otherwise than as specifically described. Claims
1. A dock building apparatus, comprising: - a cantilever arm (11) having a first portion (12) configured to be supported on a ground area and a second portion (14) foroverhanging a con- struction area, the cantilever arm (11) being dis- placeable perpendicularly to the length of the cantilever arm; - a lifting device (19) the lifting device being con- figured to pick up construction materials includ- ing foundation members from the ground area and bring said construction materials from the ground area to the second portion of the canti- lever arm (11); - a piledriver(15) mounted onthe cantileverarm and movable along the cantileverarm for install- ing the foundation members in the construction area, characterised in that the lifting device is mounted on the cantilever arm and movable along the cantileverarm, and in the lifting device being separate from the pile driver. The dock building apparatus of claim 1, further com- prising a retractable support member (18) mounted on the second portion (14) of the cantilever arm (11) and adapted to be arranged for bearing on ground in the construction area so as to support the second The dock building apparatus of claim 2, wherein the support member (18) is located at a distal end of the cantilever am (11). The dock building apparatus ofclaim 2 or 3, wherein the support member (18) is retractable by folding and/or lifting. The dock building apparatus of any one of the pre- ceding claims, wherein the lifting device (19) com- prises at least one gantry crane slidable along the cantilever arm (11). The dock building apparatus of any one of the pre- ceding claims, wherein the pile driver is configured to install an inclined foundation by driving a pile at an angle with respect to a vertical direction (Z). A method of building a dock, the method comprising: - arranging a cantileverarm(11)atafirstposition along a shoreline such that the cantilever arm has a first portion (12) supported on a ground area and a second portion (14) overhanging a construction area; - moving a pile driver (15) which is mounted on the cantilever arm along the cantilever arm to a position in the second portion prescribed for in- stalling at least one foundation member; - picking up the foundation member on the ground area with a lifting device (19) mounted on the cantilever arm and movable along the cantileverarm, the Iifting device being separate from the pile driver; - moving the Iifting device along the cantilever arm from the first portion to said prescribed po- - installing the foundation member in the con- struction area using the pile driver; - displacing the cantilever arm perpendicularly to the cantilever arm to a second position along the shoreline; and - with the cantilever arm at the second position, repeating the steps of moving the pile driver (1 5) along the cantilever arm, picking up at least one foundation member, moving the Iifting device (19) along the cantilever arm and installing the foundation member. The method of claim 7, wherein arranging the can- tilever arm (11) comprises placing a support member (18) to bear on ground in the construction area so asto supportthe second portion (14) ofthe cantilever The method ofclaim 8, wherein the support member (18) is placed at a distal end of the cantilever arm (11). The method of any one of claims 7 to 9, further com- prising: - picking up deck parts on the ground area with the lifting device (19); - moving the lifting device along the cantilever arm from the first portion to the second portion ofthe cantilever arm; and - installing the deck parts on the foundation The method of claim 10, wherein the foundation members comprise piles driven intothe ground using the pile driver (15), and the deck parts comprise beams mounted on top of the piles and panels sup- ported by the beams.
TR2018/07586T 2012-09-21 2012-09-21 STRUCTURE BUILDING APPARATUS AND CONSTRUCTION METHOD USED IN THIS APPARATUS. TR201807586T4 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/IB2012/002227 WO2014045077A1 (en) 2012-09-21 2012-09-21 Dock building apparatus and method of construction using the same

Publications (1)

Publication Number Publication Date
TR201807586T4 true TR201807586T4 (en) 2018-07-23

Family

ID=47471861

Family Applications (1)

Application Number Title Priority Date Filing Date
TR2018/07586T TR201807586T4 (en) 2012-09-21 2012-09-21 STRUCTURE BUILDING APPARATUS AND CONSTRUCTION METHOD USED IN THIS APPARATUS.

Country Status (13)

Country Link
US (1) US10179984B2 (en)
EP (1) EP2897890B1 (en)
JP (1) JP6177332B2 (en)
KR (1) KR102004922B1 (en)
CN (1) CN104736465B (en)
AU (1) AU2012390560B2 (en)
BR (1) BR112015006224A2 (en)
ES (1) ES2672096T3 (en)
PL (1) PL2897890T3 (en)
PT (1) PT2897890T (en)
SG (1) SG11201502130VA (en)
TR (1) TR201807586T4 (en)
WO (1) WO2014045077A1 (en)

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* Cited by examiner, † Cited by third party
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CN107152025A (en) * 2017-07-12 2017-09-12 赵魁 A kind of shallow sea piling frame net boat
CA3004561A1 (en) 2018-05-09 2019-11-09 Soletanche Freyssinet Apparatus and method for subsea wall insertion
CN109208533B (en) * 2018-09-26 2023-04-25 中交第二航务工程局有限公司 Wharf integrated construction system and wharf integrated construction method based on pile top pushing platform
CN111809615A (en) * 2020-08-17 2020-10-23 上海两港市政工程有限公司 Heavy pile machine load underpinning structure and construction method thereof
CN114991072B (en) * 2022-05-20 2023-06-27 中交第二航务工程局有限公司 Working platform and working method for dredging and stone throwing among piles of high-pile wharf

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Also Published As

Publication number Publication date
PT2897890T (en) 2018-06-25
EP2897890A1 (en) 2015-07-29
BR112015006224A2 (en) 2017-07-04
US10179984B2 (en) 2019-01-15
ES2672096T3 (en) 2018-06-12
JP2015530331A (en) 2015-10-15
EP2897890B1 (en) 2018-02-28
JP6177332B2 (en) 2017-08-09
PL2897890T4 (en) 2018-10-31
KR102004922B1 (en) 2019-07-29
KR20150056798A (en) 2015-05-27
PL2897890T3 (en) 2018-10-31
WO2014045077A1 (en) 2014-03-27
AU2012390560A1 (en) 2015-03-26
SG11201502130VA (en) 2015-04-29
CN104736465B (en) 2017-06-16
AU2012390560B2 (en) 2018-08-09
US20150218765A1 (en) 2015-08-06
CN104736465A (en) 2015-06-24

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